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Volume 42 Issue 2
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2012  >  42(2): 129-133,151
Li Gang, Yao Jian. THE STATE AND THE ART OF RESEARCH ON SEISMIC BEHAVIOR OF FRP-STRENGTHENED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 129-133,151. doi: 10.13204/j.gyjz201202029
Citation: Li Gang, Yao Jian. THE STATE AND THE ART OF RESEARCH ON SEISMIC BEHAVIOR OF FRP-STRENGTHENED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 129-133,151. doi: 10.13204/j.gyjz201202029
shu

THE STATE AND THE ART OF RESEARCH ON SEISMIC BEHAVIOR OF FRP-STRENGTHENED RC COLUMNS

doi: 10.13204/j.gyjz201202029
  • 1.

    1. Institute of Structural Engineering,Zhejiang University,Hangzhou 310027,China;

  • 2.

    2. College of Urban Construction,Zhejiang Shuren University,Hangzhou 310015,China

  • Received Date: 2011-03-22
  • Publish Date: 2012-02-20
    Abstract
  • It is presented a brief review on FRP for the seismic retrofit of RC columns,including the theories of FRP-strengthened RC columns,failure modes,the conclusions obtained through experimental investigations,finite element simulations,seismic performance evaluation and further developments of FRP reinforced columns.Displacement ductility coefficient and curvature ductility coefficient are two quantificational indices for seismic ductility design.It is also introduced three useful methods to calculate displacement ductility coefficient,and curvature enhancement coefficient is used to measure curvature ductility coefficient,it is expected to provide useful conclusions for further investigations.
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